Laserfiche WebLink
-I�t- JpHN `tnP gM h1� <br />MILTON DANIEL BUIE <br />PROPERTIES PARTNERSHIP <br />VOL. 399, PG. 326 <br />P.O.R <br />FENCE CORNER <br />8 E <br />8'04' 1 590 V)= 441.66' <br />CURVE TABLE <br />CURVE <br />LENGTH <br />RADIUS <br />DELTA <br />TANGENT <br />BEARING <br />CHORD <br />Cl <br />236.14 <br />2964.79 <br />4'33'49" <br />118.13 <br />S53"23'1 9"E <br />236.08 <br />C2 <br />81.84 <br />3004.79 <br />1'33'38" <br />40.92 <br />S49'23'1 2 "E <br />81.84 <br />C3 <br />443.59 <br />2964.79 <br />8'34'21" <br />222.21 <br />S4339'58 "E <br />443.18 <br />C4 <br />302.78 <br />2764.79 <br />6'16'29" <br />151.54 <br />N45'11'46 "W <br />302.63 <br />C5 <br />80.39 <br />2724.79 <br />1'41'26" <br />40.20 <br />N50'03'28 "W <br />80.39 <br />C61 <br />191.77 <br />2764.79 <br />358'27"1 <br />95.92 <br />N53*41'00"WI <br />191.73 <br />SCALE: 1 "= 200' ��,9� LEGEND <br />0 200 400 sl 6 O 1/2" IRON ROD WITH <br />TXDOT ALUM. CAP SET <br />APPROX. ASS <br />SURVEY <br />��� O <br />�SS��F LINE pG <br />(N <br />pV x <br />{N88'19'42 "E 469.59' Sr'1'c 3`x S +`� L/ g p a P ,1 � �•� <br />END ACCESS �� CO <br />DENIAL LINE `� ?• �x 'Q.y O q ,s s �.'� <br />STA 113 +59.83 'AT O Q p'Q,� ' ' P8• <br />1 6 / 293.66' RT L11 <br />/ STA 116 +33. <br />, 100.00' RT <br />9 <br />STA 113 +59.84 <br />' RT <br />305.00 <br />STA 116 +33.84 <br />305.00' RT I <br />STA 119 +71.0 O <br />100.00' RT •� C <br />6, <br />ACCESS STA 121 +69.77 <br />100.00' RT - <br />DENIAL LINE <br />STA 119 +71.07 <br />100.00' LT <br />5 �Oi OS <br />FENCE CORNER �F.Q <br />STA 117 +95.79 <br />41.69' RT <br />LINE TABLE <br />LINE <br />LENGTH <br />BEARING <br />Ll <br />113.70 <br />S55'40'13'E <br />L2 <br />63.23 <br />S89 <br />L3 <br />52.54 <br />S01'18 <br />L4 <br />240.66 <br />S83'05'50'W <br />L5 <br />58.08 <br />S87'42'18'W <br />L6 <br />55.17 <br />N04'4947'W <br />L7 <br />337.43 <br />N55'40'13'W <br />L8 <br />205.00 <br />S34 <br />L9 <br />274.00 <br />N55'40'13'W <br />L10 <br />11,34 <br />N34'16'30'E <br />Lll <br />424.87 <br />N87 "32'28'E <br />L12 <br />154.49 <br />N57 <br />L13 <br />316.34 <br />N57'49'15'E <br />L14 <br />214.37 <br />N83'05'50'E <br />L15 <br />101.12 <br />N83'05'50'E <br />L161 <br />44.90 <br />N87 <br />STA 122 +09.43 <br />140.00' RT <br />R <br />P.O.R P.O.R <br />FENCE CORNER P.O.B <br />P.C. <br />XXX <br />XXX <br />€ xxxj <br />=0 1111111, <br />TREE SIZE & TYPE NOTED <br />FENCE POST <br />PROPERTY LINE <br />POINT OF REFERENCE <br />POINT OF BEGINNING <br />POINT OF CURVATURE <br />RECORD INFORMATION <br />VOL. 110, PG. 539 <br />VOL. 399, PG. 326 <br />VOL. 1360, PG. 92 <br />ACCESS DENIAL LINE <br />�y0 � <br />5 5 ti <br />p� <br />GAP P <br />N ( -;7 STA 121 +99.24 <br />,Q 100.00' LT <br />STA 122 +46.24 <br />L2 140.00' LT <br />STA 123 +24.27 <br />140.00' LT <br />7 C 2 <br />ART <br />.o�O � <br />STA 122 +93.95 -�� L5 ,pO .r' <br />140.00' RT STA 123 +37.91 x 0 <br />100.00' RT �R O <br />P.O.B O, <br />SURFACE COORDINATE jN7T06'18 "E 12.69 <br />N= 13,871,337.82 <br />E= 2,294,316.26 <br />IN48 55'34 "E 16.94'1 <br />P.O.R <br />PLACE OF 30"--- <br />DEAD OAK FOUND <br />LAID OVER <br />PARCEL 7 PART 2 <br />C & G DEVELOPMENT, INC. <br />STA. 113 +59.83 TO 127 +85.59 <br />4CQUISITION DEED= 5.2741 AC. <br />ORIGINAL DEED= 501.30 AC. <br />{SAVE & EXCEPT= 57.14 AC.1 <br />REMAINDER= 438.5409 AC. <br />VOL. 1360, PG. 92 <br />SURVEYED BY: McGRAY & McGRAY LAND SURVEYORS, INC. <br />3301 HANCOCK DR., STE 6. AUSTIN, TX 78731 512/451 -8591 <br />JUDITH J. McpRAY, REGj PROF. LAND SURVEYOR NO. 2093 DATE <br />SURVEYED ON GROUND -UNDER MY DIRECT SUPERVISION <br />h <br />l �� <br />a <br />STA 123 +56.96 <br />100.00' LT <br />ACCESS r`SS)�3)YSF <br />DENIAL LINE 3�0• <br />36 .I <br />9 ? IT/ <br />END ACCESS <br />DENIAL LINE <br />STA 127 +85.59 <br />�li, <br />100.00' LT <br />. F L4 <br />L14 <br />IL <br />1-L15 t \{N83'5VO9" t f"'� • \ <br />1 [NB3'50'E 557'] <br />BEGIN ACCESS P.O.R <br />DENIAL LINE FENCE CORNER <br />STA 126 +51.54 <br />100.00' RT CHAS. LAIDLEY <br />VOL. 110, PG. 639 <br />8R o� <br />,tP <br />........................... <br />2093 <br />� =,� <br />McGRAY & McGRAY PLAT OF 5.2741 AC. OUT OF THE THOMAS JEFFERSON CHAMBERS HAYS COUNTY <br />SURVEY ABST. 2 AND THE JOHN WILLIAMS SURVEY ABST. 471, F.M. HWY 3407 <br />(LAND SURVEYORS, INC. WONDER WORLD DR. <br />BEING A PORTION OF A 501.30 AC. TRACT DESCRIBED IN A DEED PARCEL 7 PART 2 <br />V <br />3 HA N OCK DRIVE #6 TO C & G DEVELOPMENT, INC., VOL. 1360, PG. 92, OFFICIAL PAGE 7 OF 7 <br />PUBLIC RECORDS, HAYS COUNTY, T SEPT. 6, 2002 <br />(512) 451 -8591 TEXAS CSJ 3379 -01 -010 <br />REVISED 8/22/06 L-NJ1 A M: \SDSKPROJ \WONDERWORLD2005 \DWG \REVISED \PARCEL -7 PART 2 REV.DWG <br />